Bid Tabulations
Letting of
07/28/2010
LA DOTD Headquarters
| Lead Project: 023-01-0062 | |
| Parish: Rapides | |
| Routes: US 167 | |
| Description: S. JCT. LA 3225 - N. JCT. LA 3225 | |
| Type Const: GRADING, COLD PLANING ASPHALTIC PAVEMENT, PAVEMENT PATCHING, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT OVERLAY AND RELATED WORK. | |
| Estimated Construction Cost: $4,011,123.69 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $2,714,485.25 |
| 2 | 05789 | D & J Construction Co., Inc. | $3,535,946.30 |
| 3 | 12312 | Gilchrist Construction Co. LLC | $3,678,268.90 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Diamond B Construction Co., L.L.C. |
- 2 - D & J Construction Co., Inc. |
- 3 - Gilchrist Construction Co. LLC |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-02020 | Removal of Asphalt Pavement | 6,000 | SQYD | 10.00 | 60,000.00 | 2.00 | 12,000.00 | 1.00 | 6,000.00 |
| 0002 | 202-02-06090 | Removal of Concrete Revetment | 1 | LUMP | 8,000.00 | 8,000.00 | 5,000.00 | 5,000.00 | 2,500.00 | 2,500.00 |
| 0003 | 202-02-06140 | Removal of Curbs (Concrete) | 30 | LNFT | 38.00 | 1,140.00 | 15.00 | 450.00 | 10.00 | 300.00 |
| 0004 | 202-02-14500 | Removal of Guard Rail | 970 | LNFT | 3.25 | 3,152.50 | 8.00 | 7,760.00 | 6.00 | 5,820.00 |
| 0005 | 203-07-00100 | Borrow (Vehicular Measurement) | 3,100 | CUYD | 11.00 | 34,100.00 | 17.00 | 52,700.00 | 14.00 | 43,400.00 |
| 0006 | 307-01-02000 | Permeable Base (6" Thick) | 6,000 | SQYD | 21.00 | 126,000.00 | 27.00 | 162,000.00 | 42.00 | 252,000.00 |
| 0007 | 502-01-00100 | Superpave Asphaltic Concrete | 27,138.2 | TON | 61.00 | 1,655,430.20 | 68.00 | 1,845,397.60 | 64.00 | 1,736,844.80 |
| 0008 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 3,939.4 | TON | 1.00 | 3,939.40 | 74.00 | 291,515.60 | 100.00 | 393,940.00 |
| 0009 | 509-01-00100 | Cold Planing Asphaltic Pavement | 107,913 | SQYD | 0.85 | 91,726.05 | 1.00 | 107,913.00 | 0.80 | 86,330.40 |
| 0010 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -5,579 | CUYD | 0.10 | -557.90 | 0.10 | -557.90 | 1.00 | -5,579.00 |
| 0011 | 510-01-00100 | Pavement Patching (6" Minimum Thickness) | 2,600 | SQYD | 35.00 | 91,000.00 | 40.00 | 104,000.00 | 40.00 | 104,000.00 |
| 0012 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 850 | SQYD | 57.00 | 48,450.00 | 80.00 | 68,000.00 | 86.00 | 73,100.00 |
| 0013 | 703-01-00100 | Shoulder Underdrain Systems | 60,800 | LNFT | 0.50 | 30,400.00 | 8.50 | 516,800.00 | 9.00 | 547,200.00 |
| 0014 | 703-02-00100 | Shoulder Outlet Underdrains | 75 | EACH | 440.00 | 33,000.00 | 525.00 | 39,375.00 | 495.00 | 37,125.00 |
| 0015 | 704-03-00100 | Blocked Out Guard Rail | 425 | LNFT | 18.00 | 7,650.00 | 18.00 | 7,650.00 | 18.00 | 7,650.00 |
| 0016 | 704-07-00200 | Guard Rail Bridge Attachments (Single Thrie Beam) | 50 | LNFT | 38.00 | 1,900.00 | 42.00 | 2,100.00 | 43.00 | 2,150.00 |
| 0017 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 70.00 | 7,000.00 | 56.00 | 5,600.00 | 58.00 | 5,800.00 |
| 0018 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,000.00 | 8,000.00 | 2,000.00 | 8,000.00 | 2,000.00 | 8,000.00 |
| 0019 | 707-01-00100 | Concrete Curb | 40 | LNFT | 54.00 | 2,160.00 | 25.00 | 1,000.00 | 18.00 | 720.00 |
| 0020 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 70,000.00 | 70,000.00 | 80,000.00 | 80,000.00 | 56,000.00 | 56,000.00 |
| 0021 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 24 | MILE | 150.00 | 3,600.00 | 225.00 | 5,400.00 | 250.00 | 6,000.00 |
| 0022 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 24 | MILE | 1.00 | 24.00 | 325.00 | 7,800.00 | 100.00 | 2,400.00 |
| 0023 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 48 | MILE | 1.00 | 48.00 | 1.00 | 48.00 | 100.00 | 4,800.00 |
| 0024 | 716-01-00100 | Mulch (Vegetative) | 19.4 | TON | 435.00 | 8,439.00 | 450.00 | 8,730.00 | 430.00 | 8,342.00 |
| 0025 | 717-01-00100 | Seeding | 291 | LB | 7.50 | 2,182.50 | 7.50 | 2,182.50 | 7.50 | 2,182.50 |
| 0026 | 718-01-00100 | Fertilizer | 9,700 | LB | 0.45 | 4,365.00 | 0.40 | 3,880.00 | 0.40 | 3,880.00 |
| 0027 | 727-01-00100 | Mobilization | 1 | LUMP | 270,000.00 | 270,000.00 | 50,000.00 | 50,000.00 | 140,000.00 | 140,000.00 |
| 0028 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 70.00 | 280.00 | 75.00 | 300.00 | 77.00 | 308.00 |
| 0029 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,400 | EACH | 4.25 | 5,950.00 | 5.50 | 7,700.00 | 5.50 | 7,700.00 |
| 0030 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 400 | LNFT | 1.00 | 400.00 | 3.50 | 1,400.00 | 1.40 | 560.00 |
| 0031 | 732-01-01080 | Plastic Pavement Striping (24" Width) (Thermoplastic 90 mil) | 250 | LNFT | 3.25 | 812.50 | 6.50 | 1,625.00 | 4.80 | 1,200.00 |
| 0032 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 120 | LNFT | 6.50 | 780.00 | 7.50 | 900.00 | 4.80 | 576.00 |
| 0033 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 16.2 | MILE | 2,300.00 | 37,260.00 | 2,300.00 | 37,260.00 | 2,600.00 | 42,120.00 |
| 0034 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 8.3 | MILE | 750.00 | 6,225.00 | 1,200.00 | 9,960.00 | 900.00 | 7,470.00 |
| 0035 | 736-01-00100 | Trenching and Backfilling | 850 | LNFT | 2.10 | 1,785.00 | 2.50 | 2,125.00 | 2.10 | 1,785.00 |
| 0036 | 736-09-00100 | Loop Detector | 2,673 | LNFT | 13.00 | 34,749.00 | 12.50 | 33,412.50 | 12.90 | 34,481.70 |
| 0037 | 736-10-00200 | Underground Junction Box (Type E) | 2 | EACH | 425.00 | 850.00 | 425.00 | 850.00 | 430.00 | 860.00 |
| 0038 | 736-11-00300 | Conduit (2" HDPE, Schedule 80) | 850 | LNFT | 3.25 | 2,762.50 | 3.00 | 2,550.00 | 3.25 | 2,762.50 |
| 0039 | 736-12-01000 | Conductor (2c, Loop Lead in, imsa 50-2, #19 awg, Twisted Pair) | 850 | LNFT | 1.05 | 892.50 | 1.20 | 1,020.00 | 1.00 | 850.00 |
| 0040 | 740-01-00100 | Construction Layout | 1 | LUMP | 2,500.00 | 2,500.00 | 6,000.00 | 6,000.00 | 12,000.00 | 12,000.00 |
| 0041 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 27,000 | INLF | 0.75 | 20,250.00 | 0.30 | 8,100.00 | 0.47 | 12,690.00 |
| 0042 | NS-713-00001 | Dynamic Message Sign Unit | 2 | EACH | 10,000.00 | 20,000.00 | 10,000.00 | 20,000.00 | 7,800.00 | 15,600.00 |
| 0043 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 16 | MILE | 490.00 | 7,840.00 | 500.00 | 8,000.00 | 400.00 | 6,400.00 |
| CONTRACTOR TOTAL | 2,714,485.25 | 3,535,946.30 | 3,678,268.90 | |||||||